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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹7.1 L+₹40,109 (6.02%)Rejected-AOC NEDUMBASSERY P O ERNAKULAM DIST | ERNAKULAM | KERALA | 683585 | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | SANILKUMAR.A.G L2 | T.V POULOSE L1 | K.D DEVASSYKUTTY L4 | MARTIN P STEEPHAN L3 |
|---|---|---|---|---|---|---|---|
| 1.00side protection wall | |||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 52.2 | cum | 404.86 ₹21,133.69 | 350 ₹18,270 Lowest | 463.58 ₹24,198.88 | 418.23 ₹21,831.61 |
| 1.00 | OD306841/2024-2025:Dry Ruble stone masonry with good quality blasted rubble including conveyance etc complete as per direction of dptl officers at site | 129.82 | cum | 3,814.92 ₹4,95,271.99 | 3,600 ₹4,67,370 Lowest | 4,368.23 ₹5,67,105.46 | 3,940.98 ₹5,11,637.73 |
| 1.00 | OD307996/2024-2025:Filling available excavated deptearth
(excluding rock) in trenches, plinth,
sides of foundation etc. in layers not
exceeding20 cm in depth, consolidating
each deposited layer , lead up to 50 m
and lift up to 1.5 | 144 | cum | 304.22 ₹43,807.68 | 250 ₹36,000 Lowest | 348.35 ₹50,162.4 | 314.28 ₹45,256.32 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 9.75 | cum | 3,060.84 ₹29,843.19 | 2,900 ₹28,275 Lowest | 3,504.77 ₹34,171.51 | 3,161.97 ₹30,829.21 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 5.88 | cum | 8,761.21 ₹51,472.11 | 8,000 ₹47,000 Lowest | 10,031.92 ₹58,937.53 | 9,050.7 ₹53,172.86 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.58 | tonne | 92,101.01 ₹53,879.09 Lowest | 1,00,437.31 ₹58,755.83 | 1,05,459.18 ₹61,693.62 | 95,144.26 ₹55,659.39 |
| 1.01 | OD306934/2024-2025:Engaging Mancoolies for clearing site | 11 | each | 1,033.79 ₹11,371.69 | 1,000 ₹11,000 Lowest | 1,183.73 ₹13,021.03 | 1,067.95 ₹11,747.45 |
Tender Value
₹7.7 L
EMD Value
₹19,269
Closing Date
30 Jun 2025, 4:00 pmClosed
ASSISTANT ENGINEER CHENGAMANAD GP
ASSISTANT ENGINEER CHENGAMANAD GP
CHMD GP 24-25 Purayar East Irrigation canal side protection ward-13-Project No. 168/25-26-General Civil Work
2025_LSGD_770647_1
03/AE/Tender/25-26
Open Tender
Civil Works - Others
Item Rate
Office of AE LID and EW Chengamanad GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,700
Yes
₹19,269
8 Sept 2025
20 Jun 2025
3 Jul 2025
20 Jun 2025
30 Jun 2025
20 Jun 2025
Amount
side protection wall
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD306841/2024-2025:Dry Ruble stone masonry with good quality blasted rubble including conveyance etc complete as per direction of dptl officers at site
OD307996/2024-2025:Filling available excavated deptearth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding20 cm in depth, consolidating each deposited layer , lead up to 50 m and lift up to 1.5
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD306934/2024-2025:Engaging Mancoolies for clearing site
SANILKUMAR.A.G (BID ID -2235272)
MARTIN P STEEPHAN (BID ID -2236491)
K.D DEVASSYKUTTY (BID ID -2236434)
Bidder Name
T.V POULOSE
SANILKUMAR.A.G
K.D DEVASSYKUTTY
MARTIN P STEEPHAN
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